CONSTRUCTING V R BRIDGE ON RIVER SUTLEJ CREEK CONNECTING B O P MAUZAM FORWARD TO B O P GG III TEJA RUHELA

Amount

Excavation of Soil using Hyraulic Excavator and hydraulic Tractor Trolly I/C cutting and loading in Trolly and transporting to the embankment locations with all lifts and leads Disposal/carraige from 0 upto 450 m

Excavation of Soil using Hyraulic Excavator and hydraulic Tractor Trolly I/C cutting and loading in Trolly and transporting to the embankment locations with all lifts and leads with an avg. lead 10 KM

Rehandling of E/work

Structural steel work in angles, tees, flats, riveted, including cutting, fixing all gusset plates, bolts, nuts, rivets etc. with hoisting and erecting in position For plates and trussed girders etc. for bridge of span more than 15 metres but upto 30 mts. Span including cost of all machinery i.e hydra crane etc

Threading to steining rods

Supply of nuts & washers [Nuts & Bolts of all sizes and length required]

Making holes in well curbs for steining rods

Plain/Reinforced cement concrete (M-30), in well foundation complete as per drawing and technical specification For well curb using concrete mixer

Plain/Reinforced cement concrete (M-20), in well foundation complete as per drawing and technical specification For Well steining using concrete mixer

Plain/Reinforced cement concrete (M-25), in well foundation complete as per drawing and technical specification For Well cap using concrete mixer

Plain/Reinforced cement concrete (M-15+10%), in well foundation complete as per drawing and technical specification For Bottom Plug using concrete mixer

Sand Filling in Wells complete as per Drawing and Technical Specifications.

Plain/Reinforced cement concrete (M-15), in well foundation complete as per drawing and technical specification For Top Plug using concrete mixer

Reinforced cement concrete (M-25) in sub-structure upto 5 mtr height Complete as per drawing & technical specification.

Reinforced cement concrete (M-25) in sub-structure 5 - 10 mtr height Complete as per drawing & technical specification.

Furnishing and placing reinforced/prestressed cement concrete RCC Grade M-25 as per drawing & technical specification for solid slab super structure i/c centring & shuttering height 5 -10 m by using concrete mixer

Reinforced cement concrete M-20 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth.

Plain/Reinforced Cement Concrete M-15 in Open Foundation complete as per Drawing and Technical Specifications.

Plain cement concrete 1:3:6 (M-10) nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration i/c curing for 14 days.

Cold twisted detormed (Ribbed/ Tor steel) Bars (Fe 500 grade as per IS 1786-2008) , for R.C.C works, where not including in the complete rate of RCC including bending and binding placing in position complete

Providing weep holes in brick masonry/plain/reinforced concrete, abutments, wing wall/return wall with 100 mm dia PVC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing face. Complete as per drawing & technical specification

Back filling behind abutment, wing wall & return wall complete as per drawing & technical specification

Providing & filing joints selling compound as per drawing & technical specification with coarse sand & 6 percent bitumen by weight 10mm depth

First Class burnt brick work laid in cement sand mortar 1:7 in first Stroey upto 4 m above plinth Level

Dismantling brick work tile masonry of tile lining.

Scraping of Tiles dismantled from the work on lime or cement

Sinking of 6m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing & technical specifications. Depth of sinking is reckoned from bed level. The rate inclusive of dewatering.(A) (i) Depth below bed level upto 3.0m

(ii) Depth 3.0m to 10.0m below bed level

(iii) Depth upto 11.0m below bed level

(iv) Depth upto 12.0m below bed level

(v) Upto 13.0m below bed level

Making bore and installation of pumping set for dewatering arrangements complete in all respect

Providing , Running and maintenace of pumping set 8 H.P./ Generator set for dewatering arrangements complete in all respect.

First Class burnt brick work laid in mud mortar in foundation & plinth

Dismantling brick work tile masonry of tile lining In mud

Drainage Spouts complete as per drawing no. SD/205 and Technical specification with 0.6 meter long GI 100 mm dia drainage GI light grade pipe (For Bridges)

Painting two or more coats with synthetic enamel paints in all shades on old wood work or metallic or plastered or concrete surface to give an even shade including rubbing down old paint.

Washing concrete surface scrubbing with brushes including preparing and laying slurry

Dressing and chamfering of bricks to required shape & size

Providing and Fixing demolition chamber (L.S)

Making Informatory sign board 600x450mm rectangular using high intensity Microprismatic grade retro reflective Sheeting Type XI as per ASTM D 4956 09 and as per IRC 67 2012

Making tapered or paper joint on top or piers & abutments (L.S.)

soil bearing capacity test for the designing of drawing

Extra For compensation & royalty for Ordinary earth/ Ordinary clay taken from private land.

GAANESHKARTIKEY CONSTRUCTION PVT LTD.